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HomeMy WebLinkAbout14-062 Map 3q4- F. 5/8' REBAR \ � ' O• F. 5/8- 5/8" REBAR \ �� \\ �Q--- \ \ �` d• 3n Ilk 4 �340` IN `H -339 \ 33 0 4343 \ `' i � _ \ � � \ _ -338, _ ' - - � � S. PIPE ` \ F \ / L O \ C? 0 � p1t •�>tx�� I OJ u'is\ i Y �\ w 6' C.I.P. WATER (PRIVATE) - - - 5 AR \ Z I Cco / 171 z ---z t3 j I I V) E-1 W I �4j S. 5/8" I. PIPE Q I\I 1 I O 1 U] & 0 I I Y z A-10'46152" run)I I a` °i - b-2'Ot'11" /i TAN=13.06' ' p w 7� TAN=2.44 �,^� LA26 04'.38 = / RAD=138.38' �/I CL=26.00' / E, \ Lk _ - - L=4.88 I CB=S 86'01'52" W / O I I \ a-CL=4.88' / I �3rJ �333- - CB=N 87634' S.S. MANHOLE/8T. -337� \ / , tS. /i 5 8 $-PIPE 1,- S.�-5`riPE PEy9 FL=325.87 1 I / _-- --- P P / 12" M.P. - f GRATE INLET CONCRETE PADS \ TOP-330.97 S.S. MANHOLE 0- I �� S.S. MANHOLE v II FL-328.82 ��� S.S. MANHOLE d ¢ 33.'� - TOP=332.49 •�II TOP=330.28 _ 4 n - - FL: 329.97 - -332- III \ \ FL-326.69 " F�P325 85 _ �fc Qz ° ^II SJ5/8" I. PIPe•�--------_ y -i- .- * 6' WOO F CE S. 5//8" I. PIPE _ \ tD, I 7 54 S. I/ " I. Pt E F. 1 EBA 33 " F. 11 IMP IPE 3' SOU ON LINE I GO �0.8 EAST S.S. MANHOLE 1 TOP=329.99 FL= 325.15 I i DROP INLET POINT OF BEGINNING TOP=32 SE CORNER LOT 1 FL=324.56 0 1 SKAGGS-ALBERTSONS SUBDIVISION F. 5/8* REBAR_ - LOT 11 6-12-4-WO TAN=21.13' s ? RAD=188.38' II L=42.09' w w a` II J $ CL=42.00' to CB=N 87'02'27" E 0 I � x A F. 1 /2- REBAR �330/ II I� / 0 z II I INSTRUMENT 80--2038 S MASONRY WALL S. 5/8' I. PIPE 2' N. ON LINE F. 1" CRIMP PIPE S 87'51'08" E 200.00' II SUNNYMEADE ADDITION LOT 10 I L07 9 LOT 8 LOT 7 LEGEND PROPERTY LINE SANITARY SEWER LINE ---------- WATER LINE ------ GAS LINE - - - - - - OVERHEAD ELECTRIC LINE - - - - - - ROADWAY LANE STRIPPING STORM DRAIN LINE CURB & GUTTER SIGN POLE J(r LIGHT POLE ��--"- UTILITY POLE & GUY O$ SANITARY SEWER MANHOLE ® SANITARY SWER CLEAN OUT 0 WATER METER TELEPHONE PEDESTAL • BOLLARD WATER VALVE FIRE HYDRANT ❑ DROP INLET © GRATE INLET O FOUND SURVEY MARKER Q• SET 5/8" IRON PIPE LEGAL DESCRIPTION PART OF THE N1/2 SW1/4 NE1/4, SECTION 2, TOWNSHIP 1 NORTH, RANGE 13 WEST, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A 5/8' IRON PIPE AT THE SOUTHEAST CORNER OF LOT 1, SKAGGS-AL13ERTSONS SUBDIVISION AND BEING 200.00 FEET EAST OF THE SOUTHWEST CORNER SAID N1/2 SW1/4 NE1/4; THENCE S 87' 51' 08" E FOR 200.00 FEET; THENCE N 02' 57' 12" E FOR 150.00 FEET TO A 5/8* IRON PIPE; THENCE S 87' 54' 48" E FOR 58.00 FEET TO THE BEGINNING OF A CURVE AND A 5/8-IRON PIPE; THENCE ALONG SAID CURVE TURNING TO THE LEFT THROUGH AN ANGLE OF 12- 48' 03", HAVING A RADIUS OF 188.38 FEET, AND WHOSE LONG CHORD BEARS N 87- 02' 27" E FOR 42.00 FEET TO A 5/8- IRON PIPE; THENCE N 09' 21' 34" W FOR 50.00 FEET TO THE BEGINNING OF A CURVE AND A 5/8' IRON PIPE; THENCE ALONG SAID CURVE TURNING TO THE RIGHT THROUGH AN ANGLE OF 10' 46' 52", HAVING A RADIUS OF 138.38 FEET, AND WHOSE LONG CHORD BEARS S 86' 01' 52" W FOR 26.00 FEET TO THE BEGINNING OF A CURVE AND A 5/8' IRON PIPE; THENCE ALONG SAID CURVE TURNING TO THE RIGHT THROUGH AN ANGLE OF 02' 01' 11", HAVING A RADIUS OF 138.38 FEET, AND WHOSE LONG CHORD BEARS N 87' 34' 07" W FOR 4.88 FEET TO A 5/8- IRON PIPE; THENCE N 87' 54' 48" W FOR 95.10 FEET TO A 5/8- IRON PIPE; THENCE N 01' 23' 36' E FOR 96.37 FEET TO A 5/8' IRON PIPE; THENCE N 26' 02' 15" E FOR 106.70 FEET TO A 5/8* IRON PIPE ON THE SOUTHERLY RIGHT OF WAY LINE OF RODNEY PARHAM ROAD; THENCE N 61' 26' 33" W ALONG SAID SOUTHERLY RIGHT OF WAY LINE FOR 125.80 FEET TO A 5/8' IRON PIPE AND THE EASTERLY LINE OF SAID LOT 1; THENCE S 39' 06' 27" W FOR 156.39 FEET ALONG SAID EASTERLY LINE TO A 5/8' REBAR; THENCE CONTINUE ALONG SAID EASTERLY LINE S 02' 23' 27" W FOR 324.84 FEET TO THE POINT OF BEGINNING; CONTAINING 81,362 SQUARE FEET OR 1.868 ACRES, MORE OR LESS. GRAPHIC SCALE 30 0 Is 30 e0 ( IN FEET ) 1 inch - 30 1L VICINITY MAP CERTIFICATE THIS IS TO CERTIFY THAT THE ABOVE DESCRIBED LAND HAS BEEN SURVEYED. THE CORNERS ARE MARKED AS SHOWN AND ARE IN ACCORDANCE WITH EXISTING MONUMENTS IN THE VICINITY. THIS CERTIFICATION IS FOR AND LIMITED TO THE PARTIES SHOWN HEREON. SURVEYOR'S NOTES 1. THE INFORMATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THIS SURVEY IS BASED ON RECORDS OF EXISTING UTILITY COMPANIES AND WHERE POSSIBLE, MEASUREMENTS WERE TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS IN ADVANCE BEFORE ANY EXCAVATION TO REGUEST EXACT FIELD LOCATION OF UTILITIES. 2. BASIS OF BEARINGS: ARKANSAS STATE PLANE COORDINATES NORTH ZONE (PAGIS) 3. THE PROPERTY IS NOT SHOWN IN THE 100 YEAR FLOOD PLAIN ON THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 05GIBI 0063 F DATED OCT. 19, 2001 120 TER�, '• ? 4 STATE OF �• OF AU •, ARKANSAS - > O vv 0 l7 r''•nn,n•••• rr'rnnu����, �e �al S uvveY 500-01N-13W-0-02-130-60-1215 TOPOGRAPHIC SURVEY OF A TRACT OF LAND THOMAS IN THE CITY of LMU ROCK ENGINEERING & IN N1/2 SWI/4 NE1/4 SECTION 2 TOWNSHIP 1 NORTH, RANGE 13 HEST COMPANY PULASKI COUNTY, ARKANSAS APPROVED DRAWN BY DATE SHEET NO. 3810 LOOKOUT ROAD, N. LITTLE ROCK, AR. 72116 11 24 10 1 OF 1 TEL: 501-753-4463 FAX: 501-753-6814 SCALE 1 1" = 30' 19-b, ff